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HomeMy WebLinkAboutWind Speed ExposureCONTRACTOR: The Porch Fully, LLC DESIGN CRITERIA: MW Applicable Codes, Regulations, and Standards_ 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part i-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT =150 MPH, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: C 4. Screen Roof Enclosure Table 2002.4 Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed • construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching-is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 4. All Self Mating Beam Sections are to be stitched with either 914 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 5. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 6. Screen material shall be 18/14 screen. unless approved by Suncoast Aluminum Engineering, LLC. 7. Door location shall be determined by contractor in the field. 8. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 9. All flashing and waterproofing shall be provided by the contractor. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 1\' !J\� J TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 0 1 1� 2X2DJ , 2X2DJ 2X5 r SMB ' � f i•� X N 1x2 •1-10'-0' 1 File Copy THESE PLANS AND ALL PROPOSED WORK .]JOK'FALED rah I ARE SUBJECT TO ANY CORRECTIONS ARE THE RESPONSIBILP OF THE REQUIRED BY FiEL D INSPECTORS THAT CONTPACTU 4F {�MA©Y BE {NECESSS `R iMl ORDECROTO S(A E! ' N l O� ST.TCr` Cn1 TX T1 BF�DE�"'(l' l" N b DATr T ON 2 ----------------- o 17 � 1X2 TYP X G Nfn 1 0 0 g X N(n 2X3 X N(n 2X3 X N 2X3 A-2 1x A-3 A-2 ,� gyp........ o U- • . _ U zJill aL PROFESSIONAL 2X2DJ N � X 2X5 sMs x � X 2x5 SMB iCl 1X2 --10-0- 1d O w a w n: CC e o g O W 0m am LLJ y z W Z Z Q W Wz 2z W W Z LU U U W t; LL F- r'L Z V ., J J n= Q � � Z o$ zi.om QW -�-JTT O W t;`imm ccInM Z C7 Ln :0 Z m§'� rN W N to Lll W t]C F- � to t7 W Y Wg0 w zZw LO o �� �C)W in. LL�LLLL TP DATE DRAWN 04/10/17 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DDR, DNS HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1x2: I"x2"x0.040" 1 x 3: 1" x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2x6 SMB: 2" x 6" x 0.050" x 0. 120" 2x7SMB: 2"x7"x0.05T'x0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2x9 SMB: 2"x9"x0.072"x0.124" 2 x 10 SUB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SRAPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT MEMBER SIZE EDGE "C" 2X4 Y" 2X5 1" 2X6 - 2X10 1 Y2" 7 ///i 1I8"x2"x7'EXTRUDED� 1colp "-Lv \\r,�• ANGLE 5052 H-32 ALLOY EA SIDECD s/ ` 1 �Q`,• = LL •,�� UPRIGHT Z W Q W Q 0 2 ® k"M 1"x 2" O.B. BASE PLATE -TYP ,• •••• , ANCHOR EMBEDMENT 2 V4R EMBEDMENT ,ANCHOR EMBEDMENT 2• a ', i / / // li •' \ •••�••• \ •• O � MIN 'F• , , Sd MIN EDGE DISTANCE FROM P� \\\ SLAB/FOOTING •^ is a "a '` " EXTER OR OF COLUMN TO 1 / PROF E ` 51()JtSAL L SEE PLAN . . s. • OUTSIDE EDGE OF SLAB 21/2" x 1!8" x (GIRT OR PURLIN WIDTH + 1/2" x BEAM DEPTH SIDE VIEW OR UPRIGHT DEPTH-1/2') (1)1/2" DIA. THRU BOLTw/NYLOCK ALUM BACKING PLATE ❑ JAM NUT - IN LIEU OF NYLOCK JAM 6063-TS ALUMNINUM AI � NUT, JAM NUTw/THREADLOCKER W (1) 3/W DIA. CONCRETE I MAY BE USED _ _ _ {{ 0 n- SCREW ANCHORS I TIGHTEN TO CONTACT- DO NOT i W Lu a (21/4" CONC. EMBED) OVERTIGHTEN � o z I ` (4) #10 x 1 112" SMS INTO LL ce 0 $ I CHAIR RAIL MEMBER SCREW BOSSES w w Q w m m _ _ ep' ' ii uj O �z �z d ' ° Ak a• . < : a 1"x 2" BASE PLATE ANCHORED TO i W Z Z w �CC w s p CONIC W/ 1/4" CONCRETE SCREW w z C z SLAB / FOOTING a' x c— ANCHOR (MIN.1 1/4" EMBED) 6" MAX EACH SIDE OF POSTAND SNAP OR SELF -MATING BEAM Z W cr O ci ~ :3_ � SEE PLAN a. a: :. 24" O.C. MAX j ONLY W h FRONT VIEW rB 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A-2 SCALE: NTS 2" x SMB BEAM NOTCHED 2" x PURLINS ATTACHED TO OVER UPRIGHT BEAM WMIN (4) #10 x 1 1/2" SMS (SEE AA FOR SIZE) PLACE WASHER UNDER SCREW IN GUSSET CORNER 3116" 5052-H32 GUSSET EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 1/2" SMS 1 1/4" 1"x FASTEN TO EAVE RAIL W/ #10 x 1 1@" SMS 6" FROM UPRIGHT & ZV O.C. (1)1/2" DIA. x 21/2" THRU BOLT W/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT W/THREADLOCKER MAY BE USED INSTALLATION REQUIREMENTS: BOLT IS TO BE INSTALLED AS TO NOT DAMAGE BASE MATERIAL DO NO OVER TIGHTEN. PATENT PENDING 1" x SMS UPRIGHT EE A-1 FOR SIZE) rD UPRIGHT TO BEAM CONNECTION A-2 SCALE: NTS NOTE: SEE CALL -OUT BELOW FOR # OF SCREWS. SCREWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. #14 SMS @ 1 114" O.C. r06 TOTAL) TYP NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS 2" x 2" EXTRUSION 1" x 2" x 0.044" OPEN BACK FASTEN TO EAVE RAIL W/ #10 x 1 1/2" SMS SPACED 3" FROM UPRIGHT & @ 24" O.C. x PURLIN Z. x 2" x 1/8" x W LONG ALUM ANGLE EACH SIDE UP UPRIGHT W/ (2) #12 x 3/4" SMS INTO PURLIN (2) #12 x 3/4" SMS INTO 2" x 2" (2) #12 x 3/4" SMS INTO UPRIGHT (2) #12 x 3/4" SMS INTO 1" x 7' F SLOPED PURLIN CONNECTION DETAIL A-2 SCALE: NTS x a a C L: Z_ ... 0 _j- J J Q Z sp o xt I- Zmom SN Q LuWuj W µ3yy-pm' Z (D cN Lu .R'�vF LL LL Ln W f� Lu 0 W � Y a guj w Z W- U F— - Lu u) W ra 09 D_ Co ofM cc LumO-i f L U- cM U- U- DRAWN BY TP DATE DRAWN 04/10/17 REVISION SHEET NO: A-2 ✓� , , P ff 118" 6" 1 1/4" A-36 6' WIDE x 0.125 "T BRACKET \ x x STEEL CLIP W! (2) 3/8" DIA • ' V� �i� NOTE \�� �` , . @ EACH BEAM ATTACHED TO (2) 3/8" DIA. x 4" LAG SCREWS FOR x 2 3/4' EMBEDMENT h. FASCIA W/ 3/8" x W LAGS (3 SPANS GREATER THAN W-0" CONCRETE SCREW PER BRACKET) AND (1) 3/8" x W LAG 24" O.C. AT GUTTER ANCHOR � Q /U p + Q •. @ (1) 3!8"DIA. x 4"LAG CID O �� 1 " x 2" x 0.044"OPEN BACK SCREW INTO EXISTING OVERHANG FRAMING DBL COMPRESSION SLEEVES _ Z tiJ W/ (2) #10 x 21/2" SMS THRU OR RAFTER TAIL p , • . y o . �4 ' .'..a 4 _ O Q ' BEAM INTO SCREW BOSSES ;' < + '• J z Q . (1)#10x1112"SMS 6' a FROM BEAM AND 24 O.C. d°• V' , •'!• \-, L16 SLAB / FOOTING PROF E L SEE PLAN i MATING ELEMENT 118" S.S. CABLE • • 11/4"x5518"x1/6' Q • • CONTRACTOR TO VERIFY ALUM FLAT BAR Ld 2" x 4" FASCIA - IF LESS 6063-T6 ALUMINUM 0 Ld fi `` • THAN 2" x 4" FASCIA, 2"x 4' �S'SUPER e LLI a 1/8" x 2" x 2" x 2" ALUM • ® ANGLE W! #14 3/4' SUB FASCIA SHALL BE m m i Q (4) x PLA CED OVER, LENGTHEN - ; SLAB/FOOTER LL io Ve g Z SMS EACH FLANGE . GUTTER , LAG SCREWS TO FULLY MID DEPTH 0 Q `� EACH SIDE OF BEAM PENETRATE SUB FASCIA Q 0.062" BACKING PLATE ON IF OTHER FASCIA, ADD 2" x 4"PT FASCIAw/1/2"LAG s • •• @• A Ir W O go 1° d �> > INSIDE OF GUTTER BOLTS -1 112" INTO TRUSS " " ` ; • W z Z N Z Q E 21/8" x 1 1!8" x .062" (MIN.) TAILS - COUNTERSINK FLUSH. WHEN INSTALLING ' x C7 to w w 9 O ALUM RECEIVING CHANNEL 1/2" LAG SCREWS, y� u u F W/ MIN. (2) #12 x 3/4" SMS PRE -DRILL w! 3/8" DRILL TO W N LL LL i PREVENT SPLITTING. (2) 3/8" DIA. x 3" EMBED SLAB / FOOTING CONCRETE SCREW ANCHOR SEE PLAN C C H-1 Z G CABLE CONNECTIONS AT FOUNDATION U GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL A_3 SCALE: NTS A-3 SCALE: NTS J h •+ QA Z G Q < W W mm w O W W vmf !aW Z U -Q NN GUSSET PLATE SELF MATING Z Vr �n 3 �� o PER ESERIES BEAM z m o J D F[ :n W m�uQLL LL 4' PURLIN MAX (9) #14 x 3/4 SMS 1/8" PLATE ON 45• ANGLE WOOD: CONTRACTOR TO INSTALL 6063-T6 ALUMINUM #10 x 3" WOOD SCREWS, 6" (2) #14 x 2" SMS THRU BRACE r N W 1 FROM GIRT & @ 12" O.C. INTO BEAM THRU GUSSET i W i CONC: PLATE- W 1/4" DIA x 3" CONCRETE • • • • / SCREWANCHOR,6 DETAIL #2 / Q g LLI FROM GIRT & @ ZV O.C. • _ _ — _ _ 0 (4) #10 x 1 1/2" INTO • W Z It -- W SCREW BOSS EYE BOLT FOR CABLE TENSION • Z —Wi F- W(00—j 1 — — ( u- cq u- LL VZ'x CONTRACTOR SHALL RUN DRAWN BY 2" OR 2" X &' HOLLOW 4"W/ 1 /4" THRU BOLT TO ATTACH NYLON WASHER & k PERIMETER FRAMING S TP DATE DRAWN SECTION GIRT MAXSTAINLESS STEEL NUT 04/10/17 REVISION 1 1/2" x 5" x 1/6' (4) #12 EA MEMBER 5052-H32 PLATE © _ DETAIL #1 © _ SHEET NO: C—i 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL H-2 CABLE CONNECTION AT CORNER A-� SCALE: NTS A-3 SCALE: NTS A_3 SCALE: NTS A-3 z CERTIFIED TO: cwla F- �aaQca ffvl a Foxe& Urind.w6s LU-M B3'* kW T-1-4 Cw—,yJ, r?,44k' 'M"o* --= AtSt= A 70 hW— Ca. cid vas esr ftwsz ra. *"m* o�- TIZACT Z C-c4-f WLAR, SET the (-KM4l)Tj File Copy TKC Rc Ls 1� l9i LOT 39 McAlpff'.11 q;. ;3% MAR COPYR CHAR-LES ARNOLD "DOT IMONVID Mr. RL+V�Mxl-c.. 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